JPH10232131A - Travel-type real-time surveying device - Google Patents

Travel-type real-time surveying device

Info

Publication number
JPH10232131A
JPH10232131A JP9035052A JP3505297A JPH10232131A JP H10232131 A JPH10232131 A JP H10232131A JP 9035052 A JP9035052 A JP 9035052A JP 3505297 A JP3505297 A JP 3505297A JP H10232131 A JPH10232131 A JP H10232131A
Authority
JP
Japan
Prior art keywords
portable
antenna
coordinate
signal
gps
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9035052A
Other languages
Japanese (ja)
Inventor
Motohisa Hirose
素久 廣瀬
Satoru Miura
悟 三浦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP9035052A priority Critical patent/JPH10232131A/en
Publication of JPH10232131A publication Critical patent/JPH10232131A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a portable travel-type real-time surveying device. SOLUTION: A portable antenna device 11 for receiving a radio wave from a GPS satellite and a portable relay device 33 for transmitting a reception GPS signal by the antenna device 11 as a relay signal that is carried on a carrier wave are positioned on a ground measurement point B that is remote from a permanent station 1 of known ground coordinates A. A permanent signal reception device 34 with a permanent antenna 4 for receiving a radio wave from the GPS satellite and a relay signal from the relay device 33 are provided at the permanent station 1 and the three-dimensional coordinates of a portable antenna device 11 are calculated by a coordinate calculation means 20 from the reception GPS signal of the permanent antenna 4 and the reception GPS signal of the portable antenna device 11 that is received via the relay device 33 and the known coordinates A. The calculated three- dimensional coordinates are transmitted as a coordinate signal from a transmitter 6 of the permanent station 1 and a coordinate signal received from the portable receiver 10 is displayed in real time by a portable display means 31.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は移動式リアルタイム測量
装置に関し、とくにGPS(Global Positioning Syste
m)の利用により地表計測点の三次元座標をリアルタイ
ムで測量する装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mobile real-time surveying device, and more particularly to a GPS (Global Positioning System).
The present invention relates to a device for measuring the three-dimensional coordinates of a ground surface measurement point in real time by using m).

【0002】[0002]

【従来の技術】国土地理院の発行する精密測地網高度基
準点測量作業規程に従って行う基準点測量や一般の位置
測量等において、衛星測量システムを用いた測量・測位
技術(以下、GPS測量という。)が開発されている。
GPS測量とは、地球の周りの円軌道上の複数のGPS
衛星(以下、単に衛星ということがある。)からの電波
を地球上の計測点のGPSアンテナで受信し、その受信
情報から計測点の三次元座標を求めるものである。GP
S測量では、1台のGPSアンテナによる一点測位では
なく、複数のGPSアンテナを同時に使用して測定精度
を高めた干渉計測位が用いられる。またGPS測量に
は、数カ所にGPSアンテナを30分〜1時間程度据え
たのち収集したデータを後処理して位置を求めるスタテ
ィック方式と、GPSアンテナの位置を実時間で求める
キネマティック方式(以下、リアルタイム方式とい
う。)とがある。
2. Description of the Related Art In reference point surveying and general position surveying performed in accordance with the precision geodetic network altitude reference point surveying work regulations issued by the Geospatial Information Authority of Japan, a surveying / positioning technique using a satellite surveying system (hereinafter referred to as GPS surveying). ) Has been developed.
GPS surveys are multiple GPS orbits in a circular orbit around the earth.
A radio wave from a satellite (hereinafter sometimes simply referred to as a satellite) is received by a GPS antenna at a measurement point on the earth, and three-dimensional coordinates of the measurement point are obtained from the received information. GP
In S surveying, not one point positioning using one GPS antenna, but an interference measurement position whose measurement accuracy is improved by using a plurality of GPS antennas at the same time is used. In addition, the GPS survey includes a static method in which a GPS antenna is installed in several places for about 30 minutes to 1 hour and post-processing of collected data to determine a position, and a kinematic method in which the position of the GPS antenna is determined in real time (hereinafter, referred to as a “kinematic method”). Real-time method.)

【0003】図4は従来の干渉計測位によるリアルタイ
ム測量方法の一例を示す。同図では、地表の既知位置A
の固定局1にGPSアンテナ4と座標算出手段20Aと送
信機6を設け、作業員2がGPSアンテナ5と座標算出
手段20Bと受信機10と表示手段22を保持して計測点Bへ
移動する。各GPSアンテナ4、5で同時に複数の衛星
からの電波信号(以下、GPS信号ということがあ
る。)を受信し、アンテナ4で受信したGPS信号を送
信機6及び受信機10を介して計測点Bへ送信し、座標算
出手段20Bがアンテナ4の受信GPS信号とアンテナ5
の受信GPS信号とに基づき既知位置Aから計測点Bに
至る三次元ベクトル(以下、AB間ベクトルという。)
を求め、AB間ベクトルと既知位置Aの既知座標とに基
づいて計測点Bの三次元座標を算出し、表示手段22にリ
アルタイムで表示する。座標算出手段20A、20Bの一例は
GPS測量プログラム内蔵のコンピュータであり、表示
手段22の一例はノートパソコンである。図中の符号19
A、19Bはそれぞれ座標算出手段20A、20Bのバッテリーを
示す。
FIG. 4 shows an example of a conventional real-time surveying method using an interference measurement position. In the figure, the known position A on the ground surface
The fixed station 1 is provided with the GPS antenna 4, the coordinate calculating means 20A and the transmitter 6, and the worker 2 holds the GPS antenna 5, the coordinate calculating means 20B, the receiver 10 and the display means 22 and moves to the measuring point B. . Radio signals (hereinafter, sometimes referred to as GPS signals) from a plurality of satellites are simultaneously received by each of the GPS antennas 4 and 5, and the GPS signals received by the antennas 4 are measured at measurement points via the transmitter 6 and the receiver 10. B, and the coordinate calculating means 20B transmits the received GPS signal of the antenna 4 and the antenna 5
3D vector from the known position A to the measurement point B based on the received GPS signal (hereinafter, referred to as an inter-AB vector).
Is calculated, the three-dimensional coordinates of the measurement point B are calculated based on the inter-AB vector and the known coordinates of the known position A, and displayed on the display means 22 in real time. An example of the coordinate calculation means 20A and 20B is a computer with a built-in GPS surveying program, and an example of the display means 22 is a notebook computer. Reference numeral 19 in the figure
A and 19B indicate batteries of the coordinate calculation means 20A and 20B, respectively.

【0004】図4に示すリアルタイム測量では、作業員
2がGPSアンテナ5を地盤上の計測点Bに精確に位置
合せすることが必要である。本発明者らは、アンテナ5
の計測点Bへの位置合せが容易な地盤座標のリアルタイ
ム測量装置を開発し、特願平8-092656号に開示した。図
5及び6は同測量装置の一例を示す。同図の測量装置
は、GPSアンテナ5と地表からの高さ計測用の距離計
14とを所定間隔dで保持する保持部材15、保持部材15を
保持する可搬支持体16、距離計14が可搬支持体16上で鉛
直下向きとなるように保持部材15の姿勢を維持する姿勢
維持手段18、及びアンテナ5と距離計14と受信機10とに
接続され且つアンテナ5での受信GPS信号と受信機10
での受信信号と距離計14からの高さ信号hと所定間隔dと
に基づき該アンテナ5の鉛直下方地表位置の三次元座標
を算出する座標算出手段20を有する。図4の測量装置に
よれば、作業員2がアンテナ5を効率的にしかも簡単に
計測点Bに位置合わせすることができ、一人の作業員に
よる基準点測量等も可能となる。
In the real-time survey shown in FIG. 4, it is necessary for the worker 2 to accurately position the GPS antenna 5 at the measurement point B on the ground. The present inventors have proposed an antenna 5
Has developed a real-time surveying device for the ground coordinates that can be easily aligned with the measurement point B, and disclosed it in Japanese Patent Application No. Hei 8-092656. 5 and 6 show an example of the surveying device. The surveying device shown in the figure is a range finder for measuring the height from the GPS antenna 5 and the ground surface.
14, a holding member 15 for holding the holding member 15, a portable support 16 for holding the holding member 15, and a posture of the holding member 15 such that the distance meter 14 is vertically downward on the portable support 16. The attitude maintaining means 18 is connected to the antenna 5, the distance meter 14 and the receiver 10, and the GPS signal received by the antenna 5 and the receiver 10
And a coordinate calculating means 20 for calculating three-dimensional coordinates of a vertical ground surface position of the antenna 5 based on the reception signal at the above, the height signal h from the distance meter 14 and the predetermined interval d. According to the surveying device of FIG. 4, the worker 2 can efficiently and easily align the antenna 5 with the measurement point B, and the reference point surveying by one worker becomes possible.

【0005】[0005]

【発明が解決しようとする課題】しかし図4〜6の測量
方法では、計測者2は多くの重い機器を携帯して移動し
なければならないので、広域に亘る測量が難しくなる場
合がある。例えば図4の計測者2は、座標算出手段20B
とバッテリー19Bと受信機10を背負い、一方の手でGP
Sアンテナ5を保持して位置合わせをし、他方の手で表
示手段22を保持するというような非常に苦しい姿勢を強
いられる。このような姿勢で広域に亘る測量作業を行う
ことは過酷であり、疲労のため作業効率の著しい低下も
予想される。
However, in the surveying method shown in FIGS. 4 to 6, since the measurer 2 must carry many heavy equipments and move, it may be difficult to perform surveying over a wide area. For example, the measurer 2 in FIG.
With battery 19B and receiver 10, GP with one hand
A very difficult posture such as holding the S antenna 5 for positioning and holding the display means 22 with the other hand is forced. Performing surveying work over a wide area in such a posture is severe, and it is expected that work efficiency will be significantly reduced due to fatigue.

【0006】そこで本発明の目的は、持ち運びが簡単な
移動式リアルタイム測量装置を提供するにある。
An object of the present invention is to provide a mobile real-time surveying device which is easy to carry.

【0007】[0007]

【課題を解決するための手段】図1の実施例を参照する
に、本発明の移動式リアルタイム測量装置は、GPS衛
星からの電波受信用の可搬アンテナ装置11に電気的に接
続され該可搬アンテナ装置11での受信GPS信号を搬送
波にのせた中継信号として送信する可搬中継装置33、地
表既知座標Aの固定局1に設置されGPS衛星からの電
波及び前記中継装置33からの中継信号を受信する固定ア
ンテナ4付き固定受信装置34、固定局1において固定ア
ンテナ4での受信GPS信号と中継装置33経由で受信し
た可搬アンテナ装置11での受信GPS信号と前記既知座
標とから可搬アンテナ装置11の三次元座標を算出する座
標算出手段20、算出した三次元座標を固定局1から座標
信号として送出する送信機6、並びに前記座標信号を受
信する可搬受信機10を有し該受信機10で受信した座標信
号を表示する可搬表示手段31を備えてなるものである。
使用に際し、可搬アンテナ装置11を可搬中継装置33との
接続下で固定局1から離れた地表計測点B上へ位置付け
ることにより該計測点Bの三次元座標をリアルタイムで
測量し且つ可搬表示手段31に表示する。
Referring to the embodiment of FIG. 1, the mobile real-time surveying apparatus of the present invention is electrically connected to a portable antenna apparatus 11 for receiving radio waves from GPS satellites. A portable relay device 33 for transmitting a GPS signal received by the portable antenna device 11 as a relay signal on a carrier wave, a radio wave from a GPS satellite installed in the fixed station 1 at the known coordinates A on the ground surface, and a relay signal from the relay device 33 The fixed receiving device 34 with the fixed antenna 4 receives the GPS signal received by the fixed antenna 4 in the fixed station 1, the GPS signal received by the portable antenna device 11 received via the relay device 33, and the known coordinates. It has a coordinate calculating means 20 for calculating three-dimensional coordinates of the antenna device 11, a transmitter 6 for transmitting the calculated three-dimensional coordinates from the fixed station 1 as a coordinate signal, and a portable receiver 10 for receiving the coordinate signal. It is made of comprises a portable display unit 31 for displaying a coordinate signal received by the receiver 10.
In use, the three-dimensional coordinates of the measurement point B are measured in real time by positioning the portable antenna device 11 on the ground surface measurement point B remote from the fixed station 1 under the connection with the portable relay device 33, and the portable antenna device 11 is portable. It is displayed on the display means 31.

【0008】[0008]

【実施の形態】本発明の実施例である図1と従来技術で
ある図3とを比較するに、本発明は固定局1に座標算出
装置20A及び20Bの両者を設置し、作業員2にGPSアン
テナ5付き可搬アンテナ装置11を保持させ、座標算出装
置20BとGPSアンテナ5との間を可搬中継装置33及び
固定受信装置34の無線で接続する。即ちGPS測量に際
し作業員2は、比較的重い座標算出手段20B及びバッテ
リー19Bを保持する必要がなく、比較的軽い可搬中継装
置33を保持すれば足りるので、GPS測量における作業
員2の移動時の負担を軽減できる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Comparing FIG. 1 which is an embodiment of the present invention with FIG. 3 which is a prior art, in the present invention, both the coordinate calculating devices 20A and 20B are installed in the fixed station 1 and the worker 2 is provided. The portable antenna device 11 with the GPS antenna 5 is held, and the coordinate calculation device 20B and the GPS antenna 5 are connected wirelessly with the portable relay device 33 and the fixed receiving device. That is, the worker 2 does not need to hold the relatively heavy coordinate calculation means 20B and the battery 19B in the GPS surveying, but only needs to hold the relatively light portable relay device 33. The burden on the user can be reduced.

【0009】GPS測量の干渉計測位の一例は、GPS
信号の波長(波長λ=約20cm)を用いてAB間ベクトル
を求めるものである。即ち、既知位置A及び計測点Bの
各GPSアンテナ4、5でGPS信号を受信して信号中
に含まれる送信時刻を求め、その送信時刻に基づき各座
標算出手段20A、20Bの時計を衛星時計に合せた後、所定
受信時刻になるまでGPS信号の受信波数の積算値Ax、
Bxを各座標算出手段20A、20Bでそれぞれ計測する。所定
衛星Sxからの受信波数の差(Ax−Bx)と波長λとの積
(Ax−Bx)・λを算出することにより、衛星Sxの電波到
来方向におけるAB間距離(Sx方向距離)が求まる。同
様に他の衛星Sy、Sz…からの電波到来方向におけるAB
間のSy方向距離、Sz方向距離、……を求めることによ
り、AB間ベクトルが算出できる。
An example of an interference measurement position in the GPS survey is a GPS measurement.
The inter-AB vector is determined using the signal wavelength (wavelength λ = about 20 cm). That is, the GPS signals are received by the GPS antennas 4 and 5 at the known position A and the measurement point B, the transmission time included in the signal is obtained, and the clocks of the coordinate calculating means 20A and 20B are changed based on the transmission times. , And the integrated value Ax of the number of reception waves of the GPS signal until a predetermined reception time is reached.
Bx is measured by each of the coordinate calculation means 20A and 20B. By calculating the product (Ax-Bx). [Lambda] of the difference (Ax-Bx) of the number of waves received from the predetermined satellite Sx and the wavelength [lambda], the distance between the satellites Sx in the radio wave arrival direction (Sx direction distance) is obtained. . Similarly, AB in the direction of arrival of radio waves from other satellites Sy, Sz ...
By calculating the distance in the Sy direction, the distance in the Sz direction,.

【0010】衛星からのGPS信号にはL1帯(1575.42M
Hz)及びL2帯(1227.60MHz)があるが、本発明において
例えば2GHz以上の周波数を有する可搬中継装置33及び固
定受信装置34を使用すれば、衛星からのL1帯及び/又は
L2帯のGPS信号により可搬中継装置33で搬送波を変調
し且つ固定受信装置34で復調することにより、可搬アン
テナ装置11で受信したL1帯及び/又はL2帯のGPS信号
をそのまま固定局1の座標算出手段20Bへ送信できる。
図1では座標算出手段20A、20Bを相互に電気的に接続
し、座標算出手段20Aがアンテナ4の受信GPS信号か
ら受信波数の積算値Axを求め、座標算出手段20Bが固定
受信装置34で復調したGPS信号から受信波数の積算値
Bxを求め、積算値Axを座標算出手段20Aから座標算出手
段20Bへ送り、座標算出手段20BでAB間ベクトルを算出
している。即ち図1においても、図3の場合と同様に干
渉計測位を実行し、AB間ベクトルを求めることができ
る。
A GPS signal from a satellite includes an L1 band (1575.42M
Hz) and the L2 band (1227.60 MHz), but in the present invention, if a portable repeater 33 and a fixed receiver 34 having a frequency of 2 GHz or more are used, for example, the L1 band from the satellite and / or
The carrier signal is modulated by the portable repeater 33 with the L2 band GPS signal and demodulated by the fixed receiving device 34, so that the L1 band and / or L2 band GPS signal received by the portable antenna device 11 is directly used as the fixed station 1 Can be transmitted to the coordinate calculation means 20B.
In FIG. 1, the coordinate calculating means 20A and 20B are electrically connected to each other, the coordinate calculating means 20A obtains the integrated value Ax of the number of received waves from the received GPS signal of the antenna 4, and the coordinate calculating means 20B is demodulated by the fixed receiving device. Integrated value of the number of received waves from the extracted GPS signal
Bx is obtained, the integrated value Ax is sent from the coordinate calculating means 20A to the coordinate calculating means 20B, and the AB vector is calculated by the coordinate calculating means 20B. That is, also in FIG. 1, the interference measurement position is executed in the same manner as in the case of FIG.

【0011】座標算出手段20BにおいてAB間ベクトル
と既知位置Aの既知座標とから計測点Bの三次元座標を
求め、求めた三次元座標を座標算出手段20Bに電気的に
接続された送信機6から座標信号として所定チャンネル
の搬送波で送出する。移動位置Bの作業員2は該所定チ
ャンネルの搬送波を可搬受信機10で受信し、受信した座
標信号を可搬表示手段31に表示することにより移動位置
Bの三次元座標を確認し、リアルタイム測量を行う。
The coordinate calculating means 20B determines the three-dimensional coordinates of the measurement point B from the inter-AB vector and the known coordinates of the known position A, and outputs the determined three-dimensional coordinates to the transmitter 6 electrically connected to the coordinate calculating means 20B. Is transmitted as a coordinate signal on a carrier of a predetermined channel. The worker 2 at the moving position B receives the carrier wave of the predetermined channel by the portable receiver 10, displays the received coordinate signal on the portable display means 31, confirms the three-dimensional coordinates of the moving position B, and Perform a survey.

【0012】可搬中継装置33、可搬受信機10及び可搬表
示手段31は、座標算出手段20B及びバッテリー19Bに比
し、十分小型化及び軽量化を図ることができる。従って
本発明の測量装置によれば、GPSリアルタイム測量に
おける作業員2の疲労の軽減と作業効率の向上を図るこ
とができる。なお図1では固定局1に2台のバッテリー
19A、19Bが必要となるが、固定局1では発電機等も利用
できるので問題はない。
The portable relay device 33, the portable receiver 10, and the portable display unit 31 can be sufficiently reduced in size and weight as compared with the coordinate calculation unit 20B and the battery 19B. Therefore, according to the surveying device of the present invention, it is possible to reduce the fatigue of the worker 2 and improve the working efficiency in the GPS real-time surveying. In FIG. 1, two batteries are provided in the fixed station 1.
19A and 19B are required, but there is no problem since the fixed station 1 can use a generator and the like.

【0013】こうして本発明の目的である「持ち運びが
簡単な移動式リアルタイム測量装置」の提供が達成でき
る。
Thus, the object of the present invention is to provide a "mobile real-time surveying device which is easy to carry".

【0014】[0014]

【実施例】図1の実施例では、可搬中継装置33及び可搬
受信機10を収納した背負具13及びヘッドマウント型の可
搬表示手段31の利用により、作業員2の両手を可搬アン
テナ装置11のために解放し、作業効率の向上を図ってい
る。可搬アンテナ装置11の一例は、図5に示すGPSア
ンテナ5と距離計14とを保持する保持部材15、保持部材
15を保持する可搬支持体16、及び可搬支持体16上で保持
部材15の姿勢を維持する姿勢維持手段18を有するもので
ある。姿勢維持手段18の一例を、アンテナ取付け前の状
態で、図6に示す。図6の姿勢維持手段18は、距離計14
の計測方向軸線と直角に保持部材15を貫通する第1軸線
L1に沿って保持部材15の対向側縁から外向きに突出した
第1軸対25a及び25bと、第1軸対25a及び25bの両端を枢
支する中間環状部材26と、距離計14の計測方向軸線及び
第1軸線L1と直角に中間環状部材26を貫通する第2軸線
L2に沿って中間環状部材26の対向側縁から外向きに突出
した第2軸対27a及び27bと、第2軸対27a及び27bの両端
を枢支する可搬支持体16上の軸受け28a及び28bを有す
る。距離計14を例えば光波距離計とし、姿勢維持手段18
で鉛直下向きに維持した光波距離計の光波を可搬支持体
16の移動により計測点Bへ入射させて位置合わせするこ
とができる。可搬受信機10は例えば小型バッテリー付き
の特定小電力無線機とすることができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the embodiment shown in FIG. 1, both hands of an operator 2 can be carried by using a backpack 13 containing a portable relay device 33 and a portable receiver 10 and a portable display means 31 of a head mount type. It is released for the antenna device 11 to improve work efficiency. An example of the portable antenna device 11 includes a holding member 15 for holding the GPS antenna 5 and the distance meter 14 shown in FIG.
The portable support 16 includes a portable support 16 for holding the support 15, and a posture maintaining unit 18 for maintaining the posture of the holding member 15 on the portable support 16. FIG. 6 shows an example of the attitude maintaining means 18 in a state before mounting the antenna. The posture maintaining means 18 shown in FIG.
1st axis which penetrates the holding member 15 at right angles to the axis of the measurement direction
A first pair of shafts 25a and 25b projecting outward from the opposite side edge of the holding member 15 along L1, an intermediate annular member 26 pivotally supporting both ends of the first pair of shafts 25a and 25b, and measurement of the distance meter 14 A second axis passing through the intermediate annular member 26 at right angles to the direction axis and the first axis L1
A second pair of shafts 27a and 27b projecting outward from the opposite side edge of the intermediate annular member 26 along L2, and bearings 28a and 27 on the portable support 16 that pivotally support both ends of the second pair of shafts 27a and 27b. 28b. The distance meter 14 is, for example, a light wave distance meter,
The light wave of the light wave distance meter maintained vertically downward by the portable
By the movement of 16, the light can be incident on the measurement point B and aligned. The portable receiver 10 can be, for example, a specific low-power wireless device with a small battery.

【0015】図1の可搬表示手段31は、地表三次元座標
における目標位置の座標を入力する入力手段23(図5参
照)、目標位置座標を原点Oとする座標系の画像を作成
する画像作成手段30、座標系画像を表示するディスプレ
イ32、及び受信機10で受信した座標信号の三次元座標を
前記座標系上の座標に変換し且つディスプレイ32上に原
点Oに対する相対位置Sとして表示する換算手段24(図
5参照)を有する。目標位置とは例えば工事測量等にお
いて設計図上で定めた計測点の座標をいう。図3はディ
スプレイ32に表示した座標系画像の一例を示す。図3の
画像には目標座標を原点OとするXY座標系が表示さ
れ、換算手段24が計測点Bの三次元座標をXY座標系に
換算した相対位置Sに三角形が表示されている。測量を
行う作業員2は、例えばディスプレイ32に表示された三
角形がXY座標の原点Oと重なるように可搬アンテナ装
置11を移動させることにより、アンテナ5を目標位置の
鉛直上方に効率的に位置付けることができる。
The portable display means 31 shown in FIG. 1 includes an input means 23 (see FIG. 5) for inputting coordinates of a target position in three-dimensional coordinates on the ground, and an image for creating an image in a coordinate system having the target position coordinates as the origin O. The creation means 30, a display 32 for displaying a coordinate system image, and a three-dimensional coordinate of the coordinate signal received by the receiver 10 are converted into coordinates on the coordinate system and displayed on the display 32 as a relative position S with respect to the origin O. It has a conversion means 24 (see FIG. 5). The target position refers to, for example, the coordinates of a measurement point determined on a design drawing in construction surveying or the like. FIG. 3 shows an example of a coordinate system image displayed on the display 32. In the image of FIG. 3, an XY coordinate system having the target coordinates as the origin O is displayed, and a triangle is displayed at the relative position S obtained by converting the three-dimensional coordinates of the measurement point B into the XY coordinate system by the conversion means 24. The worker 2 performing the surveying efficiently moves the portable antenna device 11 such that the triangle displayed on the display 32 overlaps the origin O of the XY coordinates, thereby efficiently positioning the antenna 5 vertically above the target position. be able to.

【0016】画像作成手段30の一例は画像作成プログラ
ムを格納したコンピュータであり、ディスプレイ32は例
えばシースルータイプの片眼用ヘッドマウントディスプ
レイとすることができる。シースルータイプとは、例え
ば液晶パネルの電子的切替により、液晶パネル上の映像
と外界とを重ねて見ることができるディスプレイであ
る。片眼用とすることにより、他方の眼により常に外界
が観察できる。予め複数の目標位置の座標を画像作成手
段30のメモリに記憶しておけば、メモリ中の目標位置の
座標を所定順番で呼出すことにより、測量の作業員を所
定順番で目標位置へ案内することもできる。
An example of the image creating means 30 is a computer storing an image creating program, and the display 32 can be, for example, a see-through type one-eye head mounted display. The see-through type is a display that allows an image on the liquid crystal panel and the outside world to be viewed in an overlapped manner, for example, by electronically switching the liquid crystal panel. By using one eye, the outside world can always be observed by the other eye. If the coordinates of a plurality of target positions are stored in the memory of the image creating means 30 in advance, the coordinates of the target positions in the memory can be called in a predetermined order to guide the surveyor to the target positions in the predetermined order. Can also.

【0017】図2は、固定局1と作業員2との間に中継
装置8を設けた実施例を示す。固定局1の送信機6から
座標信号を第1中継チャンネルCH1の搬送波で送出し、
第1中継チャンネルCH1の搬送波の到達範囲内に座標信
号を受信して且つ該座標信号を固有の第2n中継チャンネ
ルCH2n(nは1以上の自然数)の搬送波で送出するn個
の中継装置81〜8nを設置している。作業員2は、受信機
10により中継チャンネルCH1又はCH2nの何れかの搬送波
を選択的に受信して三次元座標の算出に利用できる。図
2の実施例によれば、中継装置8を適当に配置すること
により、複雑な地形や気象条件の変化の下でも適当な中
継装置8を介して作業員2の受信機10へ座標信号を確実
に伝送することができるので、受信の中断や測量不能の
発生を避けることができる。なお図2は固定局1からの
座標信号の中継を示すが、同様にして作業員2の可搬中
継装置33と固定局1の固定受信装置34との間の中継信号
の中継も可能である。
FIG. 2 shows an embodiment in which a relay device 8 is provided between the fixed station 1 and the worker 2. The coordinate signal is transmitted from the transmitter 6 of the fixed station 1 on the carrier of the first relay channel CH1,
N-number of the relay device 8 (n is a natural number of 1 or more) first 2n relay channel CH2n arrival range to receive the coordinate signal and the coordinate signal specific carrier of the first relay channel CH1 sent on a carrier of a 1 ~ 8 n have been installed. Worker 2 has a receiver
10, the carrier wave of either the relay channel CH1 or CH2n is selectively received and can be used for calculating three-dimensional coordinates. According to the embodiment of FIG. 2, by appropriately arranging the relay device 8, the coordinate signal can be transmitted to the receiver 10 of the worker 2 via the appropriate relay device 8 even under a complicated terrain or a change in weather conditions. Since transmission can be performed reliably, interruption of reception and occurrence of measurement failure can be avoided. Although FIG. 2 shows the relay of the coordinate signal from the fixed station 1, it is also possible to relay the relay signal between the portable relay device 33 of the worker 2 and the fixed receiving device 34 of the fixed station 1 in the same manner. .

【0018】[0018]

【発明の効果】以上説明したように、本発明の移動式リ
アルタイム測量装置は、可搬GPSアンテナ装置と可搬
中継装置を計測点へ移動させ、固定局に固定GPSアン
テナと固定受信装置と送信機を設け、固定アンテナの受
信GPS信号と中継装置経由で受信した可搬アンテナ装
置の受信GPS信号と固定局の既知座標とから固定局で
可搬アンテナ装置の三次元座標を算出し、算出した三次
元座標を座標信号として送信機から送出し、座標信号を
受信する可搬受信機付きの可搬表示手段に計測点の三次
元座標を表示するので、次の顕著な効果を奏する。
As described above, according to the mobile real-time surveying apparatus of the present invention, the portable GPS antenna device and the portable relay device are moved to the measurement point, and the fixed GPS antenna and the fixed receiving device are transmitted to the fixed station. The three-dimensional coordinates of the portable antenna device were calculated at the fixed station from the received GPS signal of the fixed antenna, the received GPS signal of the portable antenna device received via the relay device, and the known coordinates of the fixed station. Since the three-dimensional coordinates are transmitted from the transmitter as coordinate signals, and the three-dimensional coordinates of the measurement points are displayed on the portable display unit with the portable receiver for receiving the coordinate signals, the following remarkable effects are obtained.

【0019】(イ)リアルタイム測量において、計測点
へ移動する装置の小型化、軽量化が図れるので、GPS
測量における作業員の労力が軽減できる。 (ロ)GPS測量における作業効率の向上を図ることが
できる。 (ハ)目標位置と計測点の三次元座標とを相対表示する
ことにより、測量装置を設計図上の目標位置へ効率的に
移動させ且つ精確に位置付けることができる。
(A) In real-time surveying, the size and weight of the device that moves to the measurement point can be reduced.
Workers' labor in surveying can be reduced. (B) The work efficiency in the GPS survey can be improved. (C) By relatively displaying the target position and the three-dimensional coordinates of the measurement point, the surveying device can be efficiently moved to the target position on the design drawing and positioned accurately.

【図面の簡単な説明】[Brief description of the drawings]

【図1】は、本発明の一実施例の説明図である。FIG. 1 is an explanatory diagram of one embodiment of the present invention.

【図2】は、本発明の他の実施例の説明図である。FIG. 2 is an explanatory diagram of another embodiment of the present invention.

【図3】は、可搬表示手段のディスプレイの一例の説明
図である。
FIG. 3 is an explanatory diagram of an example of a display of a portable display unit.

【図4】は、従来のリアルタイム測量方法の説明図であ
る。
FIG. 4 is an explanatory diagram of a conventional real-time surveying method.

【図5】は、従来のリアルタイム測量装置の説明図であ
る。
FIG. 5 is an explanatory diagram of a conventional real-time surveying device.

【図6】は、図5の装置の姿勢維持手段の説明図であ
る。
FIG. 6 is an explanatory view of a posture maintaining means of the apparatus of FIG. 5;

【符号の説明】[Explanation of symbols]

1…固定局 2…作業員 4、5…GPSアンテナ 6…送信機 8…中継装置 10…受信機 11…可搬アンテナ装置 13…背負具 14…距離計 15…保持部材 15a…重錘 16…可搬支持体 18…姿勢維持手段 19…バッテリー 20…座標算出手段 21…メモリ 22…表示手段 23…入力手段 24…換算手段 25…第1軸対 26…中間環状部材 27…第2軸対 28…軸受け 30…画像作成手段 31…可搬表示手段 32…ディスプレイ 33…可搬中継装置 34…固定受信装置 A…既知位置 B…計測点 DESCRIPTION OF SYMBOLS 1 ... Fixed station 2 ... Worker 4, 5 ... GPS antenna 6 ... Transmitter 8 ... Relay device 10 ... Receiver 11 ... Portable antenna device 13 ... Backpack 14 ... Distance meter 15 ... Holding member 15a ... Weight 16 ... Portable support 18 ... Position maintaining means 19 ... Battery 20 ... Coordinate calculation means 21 ... Memory 22 ... Display means 23 ... Input means 24 ... Conversion means 25 ... First shaft pair 26 ... Intermediate annular member 27 ... Second shaft pair 28 ... bearing 30 ... image creating means 31 ... portable display means 32 ... display 33 ... portable relay device 34 ... fixed receiving device A ... known position B ... measuring point

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】GPS衛星からの電波受信用の可搬アンテ
ナ装置に電気的に接続され該可搬アンテナ装置での受信
GPS信号を搬送波にのせた中継信号として送信する可
搬中継装置、地表既知座標の固定局に設置され前記GP
S衛星からの電波と前記中継装置からの中継信号とを受
信する固定アンテナ付き固定受信装置、前記固定局にお
いて前記固定アンテナでの受信GPS信号と前記中継装
置経由で受信した可搬アンテナ装置での受信GPS信号
と前記既知座標とから該可搬アンテナ装置の三次元座標
を算出する座標算出手段、前記算出した三次元座標を前
記固定局から座標信号として送出する送信機、及び前記
座標信号を受信する可搬受信機を有し該受信機で受信し
た座標信号を表示する可搬表示手段を備え、前記可搬ア
ンテナ装置を前記可搬中継装置との接続下で前記固定局
から離れた地表計測点上へ位置付けることにより該計測
点の三次元座標をリアルタイムで測量し且つ前記可搬表
示手段に表示してなる移動式リアルタイム測量装置。
A portable relay device electrically connected to a portable antenna device for receiving a radio wave from a GPS satellite and transmitting a GPS signal received by the portable antenna device as a relay signal on a carrier, a known ground surface. The GP installed at a fixed station of coordinates
A fixed receiving device with a fixed antenna for receiving a radio wave from the S satellite and a relay signal from the relay device, a GPS signal received by the fixed antenna at the fixed station, and a portable antenna device received via the relay device. Coordinate calculating means for calculating three-dimensional coordinates of the portable antenna device from a received GPS signal and the known coordinates, a transmitter for transmitting the calculated three-dimensional coordinates as a coordinate signal from the fixed station, and receiving the coordinate signal A portable receiver that has a portable receiver that displays coordinate signals received by the receiver, and that the portable antenna device is connected to the portable relay device and that the ground surface measurement is separated from the fixed station. A mobile real-time surveying device which measures the three-dimensional coordinates of the measurement point in real time by positioning the measurement point on the point and displays it on the portable display means.
【請求項2】請求項1の測量装置において、前記可搬中
継装置において前記可搬アンテナ装置での受信GPS信
号により前記搬送波を変調し、前記固定受信装置におい
て前記変調された搬送波信号を復調し前記可搬アンテナ
装置での受信GPS信号を抽出してなる移動式リアルタ
イム測量装置。
2. The surveying device according to claim 1, wherein the carrier is modulated by a GPS signal received by the portable antenna device in the portable relay device, and the modulated carrier signal is demodulated in the fixed receiving device. A mobile real-time surveying device that extracts a GPS signal received by the portable antenna device.
【請求項3】請求項1又は2の測量装置において、前記
可搬アンテナ装置に、GPS衛星からの電波受信用の可
搬アンテナと地表からの高さ計測用の距離計とを所定間
隔で保持する保持部材、該保持部材を保持する可搬支持
体、及び前記距離計が前記可搬支持体上で鉛直下向きと
なるように前記保持部材の姿勢を維持する姿勢維持手段
を設け、前記可搬アンテナでの受信GPS信号と前記距
離計からの高さ信号とを前記可搬中継装置から送出し、
前記座標算出手段により前記固定アンテナでの受信GP
S信号と前記可搬アンテナでの受信GPS信号と前記既
知座標と前記高さ信号と前記所定間隔とに基づき前記可
搬アンテナの鉛直下方の地表計測点の三次元座標を算出
してなる移動式リアルタイム測量装置。
3. The surveying device according to claim 1, wherein the portable antenna device holds a portable antenna for receiving a radio wave from a GPS satellite and a distance meter for measuring a height from the ground at predetermined intervals. A holding member that holds the holding member, a portable support that holds the holding member, and a posture maintaining unit that maintains the posture of the holding member so that the distance meter is vertically downward on the portable support. Transmitting a GPS signal received by an antenna and a height signal from the distance meter from the portable relay device,
Received GP at the fixed antenna by the coordinate calculation means
A mobile type that calculates three-dimensional coordinates of a ground measurement point vertically below the portable antenna based on the S signal, the GPS signal received by the portable antenna, the known coordinates, the height signal, and the predetermined interval. Real-time surveying equipment.
【請求項4】請求項3の測量装置において、前記距離計
を光波距離計としてなり、前記地表計測点を前記距離計
の光波が入射する地表位置としてなる移動式リアルタイ
ム測量装置。
4. The mobile real-time surveying instrument according to claim 3, wherein said distance meter is a light wave distance meter, and said ground surface measuring point is a ground surface position on which a light wave of said distance meter is incident.
【請求項5】請求項1〜4の何れかの測量装置におい
て、前記可搬表示手段に、地表三次元座標における目標
位置の座標を入力する入力手段、前記目標位置座標を原
点とする座標系の画像を作成する画像作成手段、前記座
標系画像を表示するディスプレイ、及び前記可搬受信機
で受信した座標信号の三次元座標を前記座標系上の座標
に変換し且つ前記ディスプレイ上に原点に対する相対位
置として表示する換算手段を設けてなる移動式リアルタ
イム測量装置。
5. A surveying apparatus according to claim 1, wherein said portable display means inputs a coordinate of a target position in three-dimensional coordinates on the ground, and a coordinate system having said target position coordinate as an origin. Image creating means for creating an image, a display for displaying the coordinate system image, and three-dimensional coordinates of the coordinate signal received by the portable receiver are converted into coordinates on the coordinate system and the origin is displayed on the display with respect to the origin. A mobile real-time surveying device provided with conversion means for displaying as a relative position.
【請求項6】請求項5の測量装置において、前記ディス
プレイをシースルータイプの片眼用ヘッドマウントディ
スプレイとしてなる移動式リアルタイム測量装置。
6. A mobile real-time surveying apparatus according to claim 5, wherein said display is a see-through type head mounted display for one eye.
JP9035052A 1997-02-19 1997-02-19 Travel-type real-time surveying device Pending JPH10232131A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9035052A JPH10232131A (en) 1997-02-19 1997-02-19 Travel-type real-time surveying device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9035052A JPH10232131A (en) 1997-02-19 1997-02-19 Travel-type real-time surveying device

Publications (1)

Publication Number Publication Date
JPH10232131A true JPH10232131A (en) 1998-09-02

Family

ID=12431277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9035052A Pending JPH10232131A (en) 1997-02-19 1997-02-19 Travel-type real-time surveying device

Country Status (1)

Country Link
JP (1) JPH10232131A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040021193A (en) * 2002-09-03 2004-03-10 (주)서연정보통신 Remote control device for geographic surveying of total station
EP1852675A1 (en) * 2001-03-08 2007-11-07 Kabushiki Kaisha TOPCON Guide laser beam direction setting work method
JP2017072391A (en) * 2015-10-05 2017-04-13 株式会社トプコン Measuring device, measuring method, and program
CN107289914A (en) * 2016-04-13 2017-10-24 北京四维益友信息技术有限公司 A kind of portable information plotting board

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01118309U (en) * 1988-01-30 1989-08-10
JPH07260481A (en) * 1994-03-22 1995-10-13 Sokkia Co Ltd Gps survey device
JPH07283630A (en) * 1994-04-08 1995-10-27 Mitsui Constr Co Ltd Gps antenna system
JPH0816622A (en) * 1994-06-27 1996-01-19 Blue Line Shiya:Kk Field survey data file system
JPH0868847A (en) * 1994-08-30 1996-03-12 Kumagai Gumi Co Ltd Roadbed level measuring apparatus
JPH08152324A (en) * 1994-11-29 1996-06-11 Fujita Corp Unmanned survey system
JPH08240428A (en) * 1993-07-01 1996-09-17 Trimble Navigation Ltd Device for integrating ground survey and sattelite-position measurement
JPH08266685A (en) * 1995-03-31 1996-10-15 Sony Corp Device for displaying diver aid information in concentrated form

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01118309U (en) * 1988-01-30 1989-08-10
JPH08240428A (en) * 1993-07-01 1996-09-17 Trimble Navigation Ltd Device for integrating ground survey and sattelite-position measurement
JPH07260481A (en) * 1994-03-22 1995-10-13 Sokkia Co Ltd Gps survey device
JPH07283630A (en) * 1994-04-08 1995-10-27 Mitsui Constr Co Ltd Gps antenna system
JPH0816622A (en) * 1994-06-27 1996-01-19 Blue Line Shiya:Kk Field survey data file system
JPH0868847A (en) * 1994-08-30 1996-03-12 Kumagai Gumi Co Ltd Roadbed level measuring apparatus
JPH08152324A (en) * 1994-11-29 1996-06-11 Fujita Corp Unmanned survey system
JPH08266685A (en) * 1995-03-31 1996-10-15 Sony Corp Device for displaying diver aid information in concentrated form

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1852675A1 (en) * 2001-03-08 2007-11-07 Kabushiki Kaisha TOPCON Guide laser beam direction setting work method
KR20040021193A (en) * 2002-09-03 2004-03-10 (주)서연정보통신 Remote control device for geographic surveying of total station
JP2017072391A (en) * 2015-10-05 2017-04-13 株式会社トプコン Measuring device, measuring method, and program
CN107289914A (en) * 2016-04-13 2017-10-24 北京四维益友信息技术有限公司 A kind of portable information plotting board

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